Traffic seismicity loaded historical building frequency parameters identification due to most commonly used truck in Slovakia

Experimental investigation and combination with numerical modelling is one of the progressive method in many scientific areas. The structural dynamics including traffic seismicity effects are also becoming an increasing topic. The aim of this paper was to realize the numerical analysis of heritage U...

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Main Authors: Papán Daniel, Valašková Veronika
Format: Article
Language:English
Published: EDP Sciences 2016-01-01
Series:MATEC Web of Conferences
Online Access:http://dx.doi.org/10.1051/matecconf/20168607001
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spelling doaj-518ec5ceb912440f86c8f594126400b92021-02-02T03:43:08ZengEDP SciencesMATEC Web of Conferences2261-236X2016-01-01860700110.1051/matecconf/20168607001matecconf_ipicse2016_07001Traffic seismicity loaded historical building frequency parameters identification due to most commonly used truck in SlovakiaPapán Daniel0Valašková Veronika1Department of Structural Mechanics and Applied Mathematic, Faculty of Civil Engineering, University of ŽilinaDepartment of Structural Mechanics and Applied Mathematic, Faculty of Civil Engineering, University of ŽilinaExperimental investigation and combination with numerical modelling is one of the progressive method in many scientific areas. The structural dynamics including traffic seismicity effects are also becoming an increasing topic. The aim of this paper was to realize the numerical analysis of heritage Upper Gate in Modra - Slovakia and FEM simulation of the lorry T-815 natural vibration. These subsystems are dominant processes in traffic seismicity vibration effects in buildings. For this purpose the variants of FE model by computing program Scia engineering has been created for building and software ADINA for lorry. These models are important for the assessment of the dynamic vibration transmissibility due to mechanical impact load properties. The results of this simulation was evaluated in frequency area. Next part of the investigation was the realisation of the experimental measurement. The results obtained from the experiment were compared with FE analysis. Using of the theoretical analysis, experimental procedures results and FEM simulation of the natural vibration it seem to be the practical application for engineering practice in prediction and assessment buildings vibration due to seismicity induced by traffic.http://dx.doi.org/10.1051/matecconf/20168607001
collection DOAJ
language English
format Article
sources DOAJ
author Papán Daniel
Valašková Veronika
spellingShingle Papán Daniel
Valašková Veronika
Traffic seismicity loaded historical building frequency parameters identification due to most commonly used truck in Slovakia
MATEC Web of Conferences
author_facet Papán Daniel
Valašková Veronika
author_sort Papán Daniel
title Traffic seismicity loaded historical building frequency parameters identification due to most commonly used truck in Slovakia
title_short Traffic seismicity loaded historical building frequency parameters identification due to most commonly used truck in Slovakia
title_full Traffic seismicity loaded historical building frequency parameters identification due to most commonly used truck in Slovakia
title_fullStr Traffic seismicity loaded historical building frequency parameters identification due to most commonly used truck in Slovakia
title_full_unstemmed Traffic seismicity loaded historical building frequency parameters identification due to most commonly used truck in Slovakia
title_sort traffic seismicity loaded historical building frequency parameters identification due to most commonly used truck in slovakia
publisher EDP Sciences
series MATEC Web of Conferences
issn 2261-236X
publishDate 2016-01-01
description Experimental investigation and combination with numerical modelling is one of the progressive method in many scientific areas. The structural dynamics including traffic seismicity effects are also becoming an increasing topic. The aim of this paper was to realize the numerical analysis of heritage Upper Gate in Modra - Slovakia and FEM simulation of the lorry T-815 natural vibration. These subsystems are dominant processes in traffic seismicity vibration effects in buildings. For this purpose the variants of FE model by computing program Scia engineering has been created for building and software ADINA for lorry. These models are important for the assessment of the dynamic vibration transmissibility due to mechanical impact load properties. The results of this simulation was evaluated in frequency area. Next part of the investigation was the realisation of the experimental measurement. The results obtained from the experiment were compared with FE analysis. Using of the theoretical analysis, experimental procedures results and FEM simulation of the natural vibration it seem to be the practical application for engineering practice in prediction and assessment buildings vibration due to seismicity induced by traffic.
url http://dx.doi.org/10.1051/matecconf/20168607001
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AT valaskovaveronika trafficseismicityloadedhistoricalbuildingfrequencyparametersidentificationduetomostcommonlyusedtruckinslovakia
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